Seismic Design and Performance of Reinforced Concrete Special Moment Resisting Frames with Wall Dampers

A. Dilsiz; M. S. Mohammed; M. A. Moustafa; A. R. Özuygur

doi:10.1080/13632469.2019.1692741

Seismic Design and Performance of Reinforced Concrete Special Moment Resisting Frames with Wall Dampers

A. Dilsiz, M. S. Mohammed, M. A. Moustafa, A. R. Özuygur

Research output: Contribution to journal › Article › peer-review

Abstract

Energy dissipation devices, including viscous wall dampers (VWDs), are effective for enhancing the seismic performance of buildings. Use of VWDs can provide new design opportunities and expand the use of favorable structural systems such as reinforced concrete (RC) special moment resisting frames (SMRF) for taller buildings. The objective of this paper is to evaluate seismic design and performance of a prototype 15-story RC SMRF located in a seismic area in Turkey using VWDs and compare its response to conventional SMRF system. It is demonstrated that with VWDs, it is possible to design flexible SMRFs, satisfying the target performance objectives.

Original language	English (US)
Pages (from-to)	744-763
Number of pages	20
Journal	Journal of Earthquake Engineering
Volume	26
Issue number	2
DOIs	https://doi.org/10.1080/13632469.2019.1692741
State	Published - 2022

Keywords

nonlinear response history analysis
reinforced concrete
seismic design
special moment resisting frames
Wall dampers

ASJC Scopus subject areas

Safety, Risk, Reliability and Quality

Access to Document

10.1080/13632469.2019.1692741

Cite this

@article{4643476588884fdeb796b0e18d4b07da,

title = "Seismic Design and Performance of Reinforced Concrete Special Moment Resisting Frames with Wall Dampers",

abstract = "Energy dissipation devices, including viscous wall dampers (VWDs), are effective for enhancing the seismic performance of buildings. Use of VWDs can provide new design opportunities and expand the use of favorable structural systems such as reinforced concrete (RC) special moment resisting frames (SMRF) for taller buildings. The objective of this paper is to evaluate seismic design and performance of a prototype 15-story RC SMRF located in a seismic area in Turkey using VWDs and compare its response to conventional SMRF system. It is demonstrated that with VWDs, it is possible to design flexible SMRFs, satisfying the target performance objectives.",

keywords = "nonlinear response history analysis, reinforced concrete, seismic design, special moment resisting frames, Wall dampers",

author = "A. Dilsiz and Mohammed, {M. S.} and Moustafa, {M. A.} and {\"O}zuygur, {A. R.}",

note = "Publisher Copyright: {\textcopyright} 2020 Taylor & Francis Group, LLC.",

year = "2022",

doi = "10.1080/13632469.2019.1692741",

language = "English (US)",

volume = "26",

pages = "744--763",

journal = "Journal of Earthquake Engineering",

issn = "1363-2469",

publisher = "Taylor and Francis Ltd.",

number = "2",

}

TY - JOUR

T1 - Seismic Design and Performance of Reinforced Concrete Special Moment Resisting Frames with Wall Dampers

AU - Dilsiz, A.

AU - Mohammed, M. S.

AU - Moustafa, M. A.

AU - Özuygur, A. R.

PY - 2022

Y1 - 2022

N2 - Energy dissipation devices, including viscous wall dampers (VWDs), are effective for enhancing the seismic performance of buildings. Use of VWDs can provide new design opportunities and expand the use of favorable structural systems such as reinforced concrete (RC) special moment resisting frames (SMRF) for taller buildings. The objective of this paper is to evaluate seismic design and performance of a prototype 15-story RC SMRF located in a seismic area in Turkey using VWDs and compare its response to conventional SMRF system. It is demonstrated that with VWDs, it is possible to design flexible SMRFs, satisfying the target performance objectives.

AB - Energy dissipation devices, including viscous wall dampers (VWDs), are effective for enhancing the seismic performance of buildings. Use of VWDs can provide new design opportunities and expand the use of favorable structural systems such as reinforced concrete (RC) special moment resisting frames (SMRF) for taller buildings. The objective of this paper is to evaluate seismic design and performance of a prototype 15-story RC SMRF located in a seismic area in Turkey using VWDs and compare its response to conventional SMRF system. It is demonstrated that with VWDs, it is possible to design flexible SMRFs, satisfying the target performance objectives.

KW - nonlinear response history analysis

KW - reinforced concrete

KW - seismic design

KW - special moment resisting frames

KW - Wall dampers

UR - http://www.scopus.com/inward/record.url?scp=85078975753&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85078975753&partnerID=8YFLogxK

U2 - 10.1080/13632469.2019.1692741

DO - 10.1080/13632469.2019.1692741

M3 - Article

AN - SCOPUS:85078975753

SN - 1363-2469

VL - 26

SP - 744

EP - 763

JO - Journal of Earthquake Engineering

JF - Journal of Earthquake Engineering

IS - 2

ER -

Seismic Design and Performance of Reinforced Concrete Special Moment Resisting Frames with Wall Dampers

Abstract

Keywords

ASJC Scopus subject areas

Access to Document

Other files and links

Fingerprint

Cite this